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It found that the bridge's foundations were "determined to be stable for calculated scour conditions" but that the railing "does not meet currently acceptable standards".
It further found that the bridge's foundations were "determined to be stable for assessed or calculated scour conditions", however the railings "do not meet currently acceptable standards".
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The natural frequencies and normal modes of vibration of the string on elastic foundation are determined for a range of values of the tension inhomogeneity.
The frequencies and associated mode shapes of a shearwall-frame building interacting with an elastic foundation are determined by using an iterative technique iith the Rayleigh-Ritz method.
In the solution procedure, the vertical displacement of the foundation is determined by the corresponding governing equation, whereas the vertical displacement of the plate is expressed in series in terms of the mode shapes of the completely free circular plate.
Based on rigorous examination of several deterministic analyses, engineering demand parameters (EDP's), which capture the global and local demand, and consequent damage to the bridge and foundation are determined.
The embedding strength and foundation modulus were determined and compared between the non-reinforced and reinforced solutions.
In the 1930s and 1940s the Arabs were determined to prevent the foundation of a Jewish state in Palestine.
However, all were determined to be dead on arrival at the foundation.
If sufficient apparent cohesion to withstand applied loads on foundations can be determined, then a suitable kind of soil-geocell composite may be selected among pretested ones by laboratory means.
In the present study, using numerical methods of lower bound limit analysis, the required apparent cohesion in the geocell layer to bear the applied load on strip foundations has been determined by back analysis.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com